MELANI ASIA, NIM. 112019082 (2023) PENGARUH PENAMBAHAN ABU LIMBAH CANGKANG SAWIT DAN KAPUR PADA STABILITAS TANAH LEMPUNG. Skripsi thesis, Universitas Muhammadiyah Palembang.

Preview	Text 112019082_BAB I_DAFTAR PUSTAKA.pdf - Published Version Download (924kB) | Preview
	Text 112019082_BAB II.pdf - Published Version Restricted to Repository staff only Download (470kB)
	Text 112019082_BAB III.pdf - Published Version Restricted to Repository staff only Download (385kB)
	Text 112019082_BAB IV.pdf - Published Version Restricted to Repository staff only Download (825kB)
	Text 112019082_BAB V.pdf - Published Version Restricted to Repository staff only Download (79kB)
	Text 112019082_DAFTAR PUSTAKA.pdf - Bibliography Restricted to Repository staff only Download (126kB)
	Text 112019082_LAMPIRAN.pdf - Bibliography Restricted to Repository staff only Download (5MB)
	Text 112019082_Cover_sampai_Lampiran.pdf Restricted to Repository staff only Download (7MB)

Abstract

ABSTRACT Land occupies a very important role in a building construction. The function of soil as a building foundation must have stable soil conditions, if there are soil properties that are not able to support a building, it must be repaired first in order to achieve a more optimal carrying capacity. Soil stabilization in general is a process to improve soil properties by adding something to the soil, in order to increase soil strength and maintain shear strength. Therefore the purpose of soil stabilization is to bind and unite the existing material aggregates so as to form a solid road structure or road foundation. So the research added mixed ingredients in the form of palm shell waste ash and lime. From the results of the research that has been done, it can be concluded that the addition of palm shell ash and lime cannot increase soil stability in terms of the free compressive strength test. Because the soil used is organic clay soil, which means organic clay soil is a type of clay soil that has a low carrying capacity and great swelling potential. So that the yield increase in the period without ripening is 12.5% with a qu of 0.98700 kg/cm2 and a cu of 0.4935 kg/cm2. While the results with a curing period of 7 days increased in native soil with qu 0.97814 kg/cm2 and cu 0.48907 kg/cm2. Keywords: Soil, Clay Soil Stability, Palm shell ash, Lime

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing 1: Ir. Erny Agusri, M.T. Pembimbing 2: Mira Setiawati, S.T.,M.T.
Uncontrolled Keywords:	Soil, Clay Soil Stability, Palm shell ash, Lime
Subjects:	Teknik Sipil > Konstruksi dalam Bahan-bahan Khusus
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	04 Oct 2023 01:54
Last Modified:	04 Oct 2023 01:54
URI:	http://repository.um-palembang.ac.id/id/eprint/26885

Actions (login required)

View Item